Effect of nonlinearity of restrainer and supports on the elasto-plastic seismic response of continuous girder bridge
During an earthquake, the nonlinearity of the bridge structure mainly occurs at the supports, bridge piers and restrainers. When entering nonlinear stage, members of the bridge structure affect the elasto-plastic seismic response of the whole structure to a certain extent; for multi-span continuous...
| 出版年: | Fracture and Structural Integrity |
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| 主要な著者: | , , |
| フォーマット: | 論文 |
| 言語: | 英語 |
| 出版事項: |
Gruppo Italiano Frattura
2014-09-01
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| 主題: | |
| オンライン･アクセス: | https://www.fracturae.com/index.php/fis/article/view/1324 |